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�2I FO R T E W E B MEMBER REPORT PASSED <br /> Level,2.3.2 <br /> 1 piece(s)2 x 12 DF No.1 @ 12"OC <br /> Overall Length:20'11 117' <br /> 0 0 <br /> r <br /> 19'6" 1' <br /> 1Q 2❑ <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal(typ.). <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) Member Length:20'11 1/2" <br /> Member Reaction(Ibs) 773 @ 19'8 3/4" 5156(5.50") Passed(15%) 1.0 D+1.0 L(All Spans) System:Floor <br /> Shear(Ibs) 441 @ 18'6 3/4" 2025 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Building Use:Residential <br /> Moment(Ft-Ibs) 2239 @ 9'10 1/16" 3032 Passed(74%) 1.00 1.0 D+1.0 L(Alt Spans) Building Cade:IBC 2015 <br /> Live Load Defl.(in) 0.417 @ 10'5/8" 0.645 Passed(L/556) 1.0 D+1.0 L(Alt Spans) Design Methodology:ASO <br /> Total Load Defl.(in) 0.494 @ 9'11 3/4" 0.968 Passed(L/470) 1.0 D+1.0 L(Alt Spans) <br /> T]-Prol"Rating N/A N/A N/A N/A <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/360)and TL(2L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 15%increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> • No composite action between deck and joist was considered in analysis. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Stud wall-HF 5.50" 5.50" 1.50" 90 402/-5 492 Blocking <br /> 2-Beam-GLB 5.50" 5.50" 1.50" 282 491 773 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 6'3"o/c <br /> Bottom Edge(Lu) 21'o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Spacing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 20'11 1/2" 12" 10.0 40.0 Default Load <br /> 2-Point(lb) 20'11 1/2" N/A 162 50 <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is <br /> responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ <br /> document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator .Job Notes 7/1/2024 9:52:22 PM UTC <br /> Jim Morgan <br /> Fawn Creek Design ForteWEB v3.8, Engine:V8.4.1.22,Data:V8.1.6.2 <br /> (406)916-9888 <br /> fawncreek@gmail.com Weyerhaeuser File Name: 2350 <br /> Page 1/ 1 <br />